Slurry Shield Tunneling: New Methodology for Simplified Prediction of Increased Pore Pressures Resulting from Slurry Infiltration at the Tunnel Face Under Cyclic Excavation Processes-Reference-Cited by-同舟云学术

Slurry Shield Tunneling: New Methodology for Simplified Prediction of Increased Pore Pressures Resulting from Slurry Infiltration at the Tunnel Face Under Cyclic Excavation Processes

Published:2018-04-11 Issue:1 Volume:17 Page:113-130
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Zizka Zdenek,Schoesser Britta,Thewes Markus,Schanz Tom

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40999-018-0303-2/fulltext.html

Reference45 articles.

1. Maidl B et al (2012) Mechanised shield tunnelling. Wilhelm Ernst & Sohn Verlag, Berlin

2. DAUB (2011) Recommendations for selecting tunnel boring machines/Empfehlungen zur Auswahl von Tunnelvortriebsmaschinen, Taschenbuch für den Tunnelbau. VGE Verlag GmbH, Essen

3. Figures adapted from https://www.herrenknecht.de

4. Morgenstern N, Amir-Tahmasseb I (1965) The stability of a slurry trench in cohesionless soils. Geotechnique 15(4):387–395

5. Weiss F (1967) Die Standfestigkeit flüssigkeitsgestützter Erdwände, PhD thesis, Technische Universität, Berlin

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